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Titlebook: Boundary Control and Boundary Variations; Proceedings of the I J. P. Zolésio Conference proceedings 1988 Springer-Verlag Berlin Heidelberg

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Gradient with respect to nodes for non-isoparametric finite elements,We consider the problem of controlling the solution of a finite element model using the nodal co-ordinates as control variables. The main emphasis is on the study of the applicability of the domain deformation method for different element types. The results are applied to a simple problem of finite element grid optimization.
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The recent sediments of Lough Neagh,asible because they violate constraints which were not thought of at first. Thus optimal design requires constant changes of criteria and constants functionals. In this paper we propose a few solutions to minimize code developments under such conditions.
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The Boy and the Young Man, 1917–35relevant objectives for modal control of distributed structures or large scale structures are discussed. As an example of optimizing the performance of a simple modal control system, we optimize the design of a cantilevered beam together with the feedback gains and actuator positions of its controll
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Analytic Pseudodifferential Operators,eous system considered is a grain exchanging mass with a liquid solution. The evolution of the concentration of the liquid solution is described by a parabolic moving boundary problem (5). The associated elliptic stationary free boundary problem may exhibit 0, 1, 2 or 3 solutions. The stability of t
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Louis Boutet de Monvel, Selected Worksn of the plate. A second part shows how the size of a 2-dimensional domain Ω can influence the number and stability of the steady states in a reaction-diffusion system defined on Ω and describes some results on the optimal control of this system in the presence of bifurcations.
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